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Permit #2026050951

Permit Details

Status: APPLY

Parcel Id: 07-11-31-7014-00070-0820
Block: 00070
Subdivision: 2202 - SECTION 14-COUNTRY CLUB COVE
Job Phone: 386-872-8025
Location Address: 8 CROSSLEAF CT E
Type: SW - SEAWALL
NOC: NO DOCUMENTATION
Applicant name: STEPHEN SEAN LAWRENCE
Owner: HUSEINOVIC SAMI

Address

35 SABLE BEND

PALM COAST, FL 32137
Lot: 0820
Contracted Stated Job Value: ¤15,000.00
Job Description: SEAWALL
Type: CN

Contractor

ACANTHUS CONSTRUCTION LLC
Status Location Address State License Number Phone
ACTIVE

54 BURNELL DRIVE

PALM COAST, FL 32137

 CGC1535903 (Exp: 08/31/2026) 386-318-1125

Inspection History

Type Request Date Result Inspector
SEAWALL DEADMAN CAP
SEAWALL FINAL
ROW -TURBIDITY BARRER
ROW - STORMWATER FINAL
ROW - FINAL INSPECTION

Review History

Department Status Date In Date Out
BLD PENDING 06/09/2026
BLD HOLD 06/01/2026 06/08/2026
Note: Held By: PATRICK BUCKLEY - (386)986-3786 - PBUCKLEY@PALMCOASTGOV.COM COMMENTS BELOW PER THE 2023 FLORIDA BUILDING CODE-BUILDING (FBCB), CITY OF PALM COAST TECHNICAL MANUAL (COPCTM), CITY OF PALM COAST LAND DEVELOPMENT CODE (LDC), FLORIDA STATUTES (FS), FLORIDA ADMINISTRATIVE CODE (FAC), AND AUTHORITY HAVING JURISDICTION (AHJ). ALL COMMENTS BELOW ARE REPEAT COMMENTS . Add General Note (or similarly titled) Section titled "City of Palm Coast Seawalls, Bulkheads and Revetments Construction Standards" conspicuously displayed on the plans and add the following general notes: 1 Seawall and revetment construction shall conform to the City of Palm Coast Technical Manual Engineering Design Standards Section 1100.09 Seawalls / Bulkheads and Revetments and the City of Palm Coast Unified Land Development Code Chapter 4, Section 4.01.06. In the event of conflict between seawall and revetment design plans and The City of Palm Coast Technical Manual Engineering Design Standards Section 1100.09, the City of Palm Coast Technical Manual Engineering Design Standards Section 1100.09 and the Unified Land Development Code Chapter 4, Section 4.01.06 shall be controlling. 2 Turbidity barriers shall be installed and maintained in accordance with the City of Palm Coast Technical Manual Engineering Design Standards Section 1200 Erosion Control, Section 1200.01 and Drawing # 1200 B Floating Turbidity Barrier Example. 3 Turbidity barriers shall be installed prior to construction, removal of turf and landscaping and disturbance and removal of any part of the seawall. 4 Turbidity barriers shall be installed and maintained and shall remain in place for the duration of construction and shall not be removed until collected sediment and debris have been removed to the original canal depth or approved plan elevation. 5 Turbidity barriers shall remain in place until all upland areas have been restored and all landscaping and final lot improvements have been completed and the ROW Final Inspection is approved by the City. 6 Turbidity barriers shall not be anchored or otherwise attached to any seawall. 7 Existing seawall panels, bulkhead cap, restraints / deadman, seawall panels shall be completely removed from the City of Palm Coast Right-of-Way and lawfully disposed of in accordance with Florida Statutes and Department of Environmental Protection regulations. Exceptions for partial seawall reconstruction projects may be accepted by the City of Palm Coast at its discretion and with prior coordination and approval before commencement of seawall removal / deconstruction. 8 The new seawall shall be installed entirely within private property and in vertical and horizontal alignment with existing, adjacent seawalls. If no adjacent seawalls exist then seawall panels are to be installed within private property. Not more than one-half of the bulkhead cap may project into the City Right-of-Way provided no part of the seawall panels project into the Right of Way. 9 The top of the seawall bulkhead cap shall be a maximum of elevation of 2.5 feet based on the NAVD 88. 10 The top of the seawall bulkhead cap may be increased in elevation when connection to an existing bulkhead at the end of the canal is necessary but in no case can the new seawall cap be at a higher elevation than the bulkhead at the end of the canal. The maximum allowed transition in elevation is the width of one (1) seawall panel. 11 Upon completion of the seawall, back fill and grading disturbed areas shall be immediately sodded. Erosion control devices shall be maintained until the site is sodded. PLAN REVIEW COMMENTS 1. Provide note on seawall engineering plan indicating all existing seawall panels, cap and tie-backs / restraints shall be removed and that new seawall panels will be installed within the property boundaries. LDC CHAPTER 4 SECTION 4.01.06. 2. Add note on seawall engineering plans indicating the elevation of the seawall bulkhead cap to be not more than 2.5 NAVD. Show note at both ends of seawall. COPCTM Section1100.09 E. 3. Provide structural connection of seawall cap and panels or adjacent seawall cap and panels or provide a seawall return. Seawall returns to extend a minimum of 10 Feet into the property and constructed in the same manner as other parts of the seawall. The seawall return may need to extend further into the lot a sufficient distance to ensure the completed post-construction grading can be completed in a manner so that the lot stormwater drainage remains on the lot until it flows over the seawall and does not top or circumvent the return and impact adjacent lot owner. COPCTM SECTION 1100.09, DRAWING #1100.G. 4. Engineer to provide erosion proof and watertight seawall panel connection detail to existing seawalls on adjacent properties using one-half inch expansion joint material or other approved means of sealing panel connections. COPCTM Section 1100.09 Drawing # 1100.G 5. Engineered plans need to designate the new seawall bulkhead cap to be at the same elevation as adjacent seawalls 6, Missing seawall cross section sheet (as included on your engineering plans from 5 Fleming Court). This sheet should detail that your panels will achieve a minimum of 50% embedment and previously included your cap detail and technical data. 7. Provide missing Plan Sheet No. 3.
ENGIN1 COMPLETE 06/01/2026 06/03/2026
Note: Released By: LEVI SALYERDS - (386)986-2575 - LSALYERDS@PALMCOASTGOV.COM
BLD HOLD 05/28/2026 05/28/2026
Note: Held By: PATRICK BUCKLEY - (386)986-3786 - PBUCKLEY@PALMCOASTGOV.COM COMMENTS BELOW PER THE 2023 FLORIDA BUILDING CODE-BUILDING (FBCB), CITY OF PALM COAST TECHNICAL MANUAL (COPCTM), CITY OF PALM COAST LAND DEVELOPMENT CODE (LDC), FLORIDA STATUTES (FS), FLORIDA ADMINISTRATIVE CODE (FAC), AND AUTHORITY HAVING JURISDICTION (AHJ). Add General Note (or similarly titled) Section titled "City of Palm Coast Seawalls, Bulkheads and Revetments Construction Standards" conspicuously displayed on the plans and add the following general notes: 1 Seawall and revetment construction shall conform to the City of Palm Coast Technical Manual Engineering Design Standards Section 1100.09 Seawalls / Bulkheads and Revetments and the City of Palm Coast Unified Land Development Code Chapter 4, Section 4.01.06. In the event of conflict between seawall and revetment design plans and The City of Palm Coast Technical Manual Engineering Design Standards Section 1100.09, the City of Palm Coast Technical Manual Engineering Design Standards Section 1100.09 and the Unified Land Development Code Chapter 4, Section 4.01.06 shall be controlling. 2 Turbidity barriers shall be installed and maintained in accordance with the City of Palm Coast Technical Manual Engineering Design Standards Section 1200 Erosion Control, Section 1200.01 and Drawing # 1200 B Floating Turbidity Barrier Example. 3 Turbidity barriers shall be installed prior to construction, removal of turf and landscaping and disturbance and removal of any part of the seawall. 4 Turbidity barriers shall be installed and maintained and shall remain in place for the duration of construction and shall not be removed until collected sediment and debris have been removed to the original canal depth or approved plan elevation. 5 Turbidity barriers shall remain in place until all upland areas have been restored and all landscaping and final lot improvements have been completed and the ROW Final Inspection is approved by the City. 6 Turbidity barriers shall not be anchored or otherwise attached to any seawall. 7 Existing seawall panels, bulkhead cap, restraints / deadman, seawall panels shall be completely removed from the City of Palm Coast Right-of-Way and lawfully disposed of in accordance with Florida Statutes and Department of Environmental Protection regulations. Exceptions for partial seawall reconstruction projects may be accepted by the City of Palm Coast at its discretion and with prior coordination and approval before commencement of seawall removal / deconstruction. 8 The new seawall shall be installed entirely within private property and in vertical and horizontal alignment with existing, adjacent seawalls. If no adjacent seawalls exist then seawall panels are to be installed within private property. Not more than one-half of the bulkhead cap may project into the City Right-of-Way provided no part of the seawall panels project into the Right of Way. 9 The top of the seawall bulkhead cap shall be a maximum of elevation of 2.5 feet based on the NAVD 88. 10 The top of the seawall bulkhead cap may be increased in elevation when connection to an existing bulkhead at the end of the canal is necessary but in no case can the new seawall cap be at a higher elevation than the bulkhead at the end of the canal. The maximum allowed transition in elevation is the width of one (1) seawall panel. 11 Upon completion of the seawall, back fill and grading disturbed areas shall be immediately sodded. Erosion control devices shall be maintained until the site is sodded. PLAN REVIEW COMMENTS 1. Provide note on seawall engineering plan indicating all existing seawall panels, cap and tie-backs / restraints shall be removed and that new seawall panels will be installed within the property boundaries. LDC CHAPTER 4 SECTION 4.01.06. 2. Add note on seawall engineering plans indicating the elevation of the seawall bulkhead cap to be not more than 2.5 NAVD. Show note at both ends of seawall. COPCTM Section1100.09 E. 3. Provide structural connection of seawall cap and panels or adjacent seawall cap and panels or provide a seawall return. Seawall returns to extend a minimum of 10 Feet into the property and constructed in the same manner as other parts of the seawall. The seawall return may need to extend further into the lot a sufficient distance to ensure the completed post-construction grading can be completed in a manner so that the lot stormwater drainage remains on the lot until it flows over the seawall and does not top or circumvent the return and impact adjacent lot owner. COPCTM SECTION 1100.09, DRAWING #1100.G. 4. Engineer to provide erosion proof and watertight seawall panel connection detail to existing seawalls on adjacent properties using one-half inch expansion joint material or other approved means of sealing panel connections. COPCTM Section 1100.09 Drawing # 1100.G 5. Engineered plans need to designate the new seawall bulkhead cap to be at the same elevation as adjacent seawalls 6, Missing seawall cross section sheet (as included on your engineering plans from 5 Fleming Court). This sheet should detail that your panels will achieve a minimum of 50% embedment and previously included your cap detail and technical data. 7. Provide missing Plan Sheet No. 3.
BLD HOLD 05/22/2026 05/28/2026
Note: Held By: PATRICK BUCKLEY - (386)986-3786 - PBUCKLEY@PALMCOASTGOV.COM COMMENTS BELOW PER THE 2023 FLORIDA BUILDING CODE-BUILDING (FBCB), CITY OF PALM COAST TECHNICAL MANUAL (COPCTM), CITY OF PALM COAST LAND DEVELOPMENT CODE (LDC), FLORIDA STATUTES (FS), FLORIDA ADMINISTRATIVE CODE (FAC), AND AUTHORITY HAVING JURISDICTION (AHJ). Add General Note (or similarly titled) Section titled "City of Palm Coast Seawalls, Bulkheads and Revetments Construction Standards" conspicuously displayed on the plans and add the following general notes: 1 Seawall and revetment construction shall conform to the City of Palm Coast Technical Manual Engineering Design Standards Section 1100.09 Seawalls / Bulkheads and Revetments and the City of Palm Coast Unified Land Development Code Chapter 4, Section 4.01.06. In the event of conflict between seawall and revetment design plans and The City of Palm Coast Technical Manual Engineering Design Standards Section 1100.09, the City of Palm Coast Technical Manual Engineering Design Standards Section 1100.09 and the Unified Land Development Code Chapter 4, Section 4.01.06 shall be controlling. 2 Turbidity barriers shall be installed and maintained in accordance with the City of Palm Coast Technical Manual Engineering Design Standards Section 1200 Erosion Control, Section 1200.01 and Drawing # 1200 B Floating Turbidity Barrier Example. 3 Turbidity barriers shall be installed prior to construction, removal of turf and landscaping and disturbance and removal of any part of the seawall. 4 Turbidity barriers shall be installed and maintained and shall remain in place for the duration of construction and shall not be removed until collected sediment and debris have been removed to the original canal depth or approved plan elevation. 5 Turbidity barriers shall remain in place until all upland areas have been restored and all landscaping and final lot improvements have been completed and the ROW Final Inspection is approved by the City. 6 Turbidity barriers shall not be anchored or otherwise attached to any seawall. 7 Existing seawall panels, bulkhead cap, restraints / deadman, seawall panels shall be completely removed from the City of Palm Coast Right-of-Way and lawfully disposed of in accordance with Florida Statutes and Department of Environmental Protection regulations. Exceptions for partial seawall reconstruction projects may be accepted by the City of Palm Coast at its discretion and with prior coordination and approval before commencement of seawall removal / deconstruction. 8 The new seawall shall be installed entirely within private property and in vertical and horizontal alignment with existing, adjacent seawalls. If no adjacent seawalls exist then seawall panels are to be installed within private property. Not more than one-half of the bulkhead cap may project into the City Right-of-Way provided no part of the seawall panels project into the Right of Way. 9 The top of the seawall bulkhead cap shall be a maximum of elevation of 2.5 feet based on the NAVD 88. 10 The top of the seawall bulkhead cap may be increased in elevation when connection to an existing bulkhead at the end of the canal is necessary but in no case can the new seawall cap be at a higher elevation than the bulkhead at the end of the canal. The maximum allowed transition in elevation is the width of one (1) seawall panel. 11 Upon completion of the seawall, back fill and grading disturbed areas shall be immediately sodded. Erosion control devices shall be maintained until the site is sodded. PLAN REVIEW COMMENTS 1. Provide note on seawall engineering plan indicating all existing seawall panels, cap and tie-backs / restraints shall be removed and that new seawall panels will be installed within the property boundaries. LDC CHAPTER 4 SECTION 4.01.06. 2. Add note on seawall engineering plans indicating the elevation of the seawall bulkhead cap to be not more than 2.5 NAVD. Show note at both ends of seawall. COPCTM Section1100.09 E. 3. Provide structural connection of seawall cap and panels or adjacent seawall cap and panels or provide a seawall return. Seawall returns to extend a minimum of 10 Feet into the property and constructed in the same manner as other parts of the seawall. The seawall return may need to extend further into the lot a sufficient distance to ensure the completed post-construction grading can be completed in a manner so that the lot stormwater drainage remains on the lot until it flows over the seawall and does not top or circumvent the return and impact adjacent lot owner. COPCTM SECTION 1100.09, DRAWING #1100.G. 4. Engineer to provide erosion proof and watertight seawall panel connection detail to existing seawalls on adjacent properties using one-half inch expansion joint material or other approved means of sealing panel connections. COPCTM Section 1100.09 Drawing # 1100.G 5. Engineered plans need to designate the new seawall bulkhead cap to be at the same elevation as adjacent seawalls 6, Missing seawall cross section sheet (as included on your engineering plans from 5 Fleming Court). This sheet should detail that your panels will achieve a minimum of 50% embedment and previously included your cap detail and technical data.
ENGIN1 HOLD 05/22/2026 05/26/2026
Note: Held By: LEVI SALYERDS - (386)986-2575 - LSALYERDS@PALMCOASTGOV.COM Missing seawall cross section sheet (as included on your engineering plans from 5 Fleming Court). This sheet should detail that your panels will achieve a minimum of 50% embedment and previously included your cap detail and technical data. Please note on your engineering plans that the seawall cap will match neighboring seawall cap elevation and will not exceed 2.5' NAVD.
ZON COMPLETE 05/22/2026 05/26/2026
Note: Released By: TRACEY DOAK - (386)986-3751 - TDOAK@PALMCOASTGOV.COM